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Temperature Effect Analysis of the Twin Towers Concrete Cable-stayed Bridge for Construction Control

机译:双塔混凝土斜拉桥施工控制的温度效应分析

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It exists a great influence on deformation and internal force of large span bridge when temperature changes, the influence of the temperature must be considered and try to avoid in the process of construction control. Under monitoring to the construction process of Tieluoping super-large bridge on the scene, the influence law on internal force of Tieluoping Bridge is analyzed considering temperature effect, and the influence considering the sunshine temperature difference on cable tower deviation and stress is obtained, and the size of influence of main girder elevation, cable force and strain because of temperature field and distribution rule internal temperature field are clear. It provides powerful help for the smooth construction.
机译:当温度变化时,它对大跨度桥的变形和内力的变形和内部力存在很大影响,必须考虑温度的影响并尝试避免在施工控制过程中。在监测到现场上的Tieluoping超大桥梁的施工过程中,考虑温度效应,分析了Zieluoping桥内部力的影响法,获得了考虑电缆塔偏差和应力的阳光温差的影响。主要梁升高,电缆力和菌株的影响力的大小明确,透明。它为平稳结构提供了强大的帮助。

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